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GARDY'S MILL RD. over GARDYS MILL SPILLWAY

Map

Coordinates:
+38.00142, -76.60205
38°00'05" N, 76°36'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GARDY'S MILL RD. over GARDYS MILL SPILLWAY
Structure number:000000000012781
Location:NORTHUM.-WESTMORE.CO.LINE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:42.0 ft. [12.8 m]
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:543 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.8
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2018Good7 out of 1054398.8
May 2016Good7 out of 1054398.8
May 2014Good7 out of 1077998.7
May 2012Good7 out of 1077998.7
May 2010Good7 out of 1077998.7
May 2008Good7 out of 1077998.7
May 2006Fair5 out of 1067687.7
June 2004Fair5 out of 1065987.7
June 2002Fair5 out of 1061987.7
May 2001Poor4 out of 1062772.7
July 1999Fair6 out of 1062299.8
May 1997Good7 out of 1060599.8
April 1995Good8 out of 1060599.8
May 1993Good8 out of 1040498.8
May 1991Good8 out of 1018498.9